荷载平衡法已广泛地应用于预应力混凝土结构的设计。
The method of equivalent loads is used widely in the design of prestressed reinforced concrete structures.
阐述了体外预应力结构的概念与特性，分析了传统体外预应力混凝土梁桥建模方法——等效荷载法和荷载平衡法的缺点。
The shortcomings of the traditional modeling methods, the equivalent load method and the load balance method, in external pre-stressed concrete bridges were analyzed.
最后对该法的荷载传递机理及平衡点位置的选取作了简要的分析。
Finally the paper give a brief analysis of load transfer mechanism and how to choose the equilibrium position of the selection.
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